Paper Title:
The Stochastic Dynamic Reliability Research on Nonlinear Pile-Soil-Structure Interaction System with Uncertain Parameters
  Abstract

According to the damage characteristics of pile-soil-structure interaction system subjected to the earthquake, the seismic design method of using the dual design guideline of strength and deformation and taking the same reliability for both pile foundation and superstructure was put forward. The stochastic dynamic reliability of pile-soil-structure interaction system with uncertain parameters was studied on the basis of the randomness of earthquake, the nonlinearity of soil material parameters, and especailly the variability of soil material parameters. The results show that the control indexes of pile foundation and superstructure decreases with the increases of failure probability and the variation of material parameters will make the pile foundation structure partial unsafe.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
5764-5767
DOI
10.4028/www.scientific.net/AMR.243-249.5764
Citation
A. H. Zhou, Y. Yuan, B. Q. Xu, "The Stochastic Dynamic Reliability Research on Nonlinear Pile-Soil-Structure Interaction System with Uncertain Parameters", Advanced Materials Research, Vols. 243-249, pp. 5764-5767, 2011
Online since
May 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Zhong Yang, Jing Cao
Abstract:Reticulated shell is one type of the common spatial structure form. This paper proposes a vibration reduction method by supplementing viscous...
1062
Authors: Run Lin Yang, Shun Zhang, Lu Bo Bi
Abstract:With increase of terrorist blast, it is becoming more important for buildings to resist the blast load than before. This paper focuses on...
2473
Authors: Tao Guo, Li Xiang Zhang, Wen Quan Wang, Jie Sha
Abstract:In order to understand the rationality of the structural design for one hydropower underground house, based on reasonable selection of...
2618
Authors: Tie Lin Liu, Hui Wang, Yang Yang Sun
Chapter 7: Seismic Engineering
Abstract:The earthquake responses of short span structures are usually obtained by using uniform excitations. Wave passage effects are often...
2024